ST9401-CN 980715DENTON TAP ROAD
City of Coppell
Request For Information
RFI No. 1
Contractor: Rebcon, Inc.
Date: 7 -15 -98
1. On sheet S4, the pier detail shows 16 - #9 Vertical V bars in the columns. On sheet
S8, the column and pier schedule st 8 - #10 ertical bars in the columns. Which is
Sps correct?
1t 2. On sheet S4, the vertical column steel is shown to extend into the cap until 6 from the
op of the cap. On sheet S5, I cannot find the limits of th extension of the vertical pier
steel into the abutment cap. Is it 6" from the top also ?t5 g -S S
3. On sheet S3, the Bridge Elevation de ail shows the top of the 36" piers to be at the
elevation of 443.75. Is this correct? 1 G 5� �l J- -I_ 21-C)g
Reoly
Date:
Firm: By: